Classify the soil based on the USDA Triangular Chart Method100109020803070-Clay4060 75050SiltyclaySàndyclay6040Silty clayloamClay loàmSoil7030Sandy clayloam8020LoamSilty loam9010-LoamySandy loamSiltSandsand1001009080706050403010Percentage of sandAClay loamloamGravelly clay loamDGravelly loamntage of silt20Percentage of clay Situation. Given the size particle distribution of the soil, solve for the modified percentage of sand, silt, and clay.Gravel=24%Sand= 35%Silt= 25%Clay= 16%A46%, 33%, 21%B40%, 35%, 35%42%, 33%, 25%D38%, 33%, 29%

Answered: Image /qna-images/answer/39d31c0e-9eff-438b-bc96-1223b68f8d54.jpg

Classify the soil based on the USDA Triangular Chart Method 100 10 90 20 80 30 70 - Clay 40 60 7 50 50 Silty clay Sàndy clay 60 40 Silty clay loam Clay loàm Soil 70 30 Sandy clay loam 80 20 Loam Silty loam 90 10- Loamy Sandy loam Silt Sand sand 100 100 90 80 70 60 50 40 30 10 Percentage of sand A Clay loam B loam Gravelly clay loam D Gravelly loam ntage of silt 20 Percentage of clay

Classify the soil based on the USDA Triangular Chart Method 100 10 90 20 80 30 70 - Clay 40 60 7 50 50 Silty clay Sàndy clay 60 40 Silty clay loam Clay loàm Soil 70 30 Sandy clay loam 80 20 Loam Silty loam 90 10- Loamy Sandy loam Silt Sand sand 100 100 90 80 70 60 50 40 30 10 Percentage of sand A Clay loam B loam Gravelly clay loam D Gravelly loam ntage of silt 20 Percentage of clay

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A sieve analysis test was performed for a dry soil sample with a total weight (490 gm). Sieve Mass of Sieve & Sieve Mass of Opening Retained Soil No. Sieve (gm) (mm) (gm) #4 4.75 512.38 538.25 #10 2.00 464.38 520.68 #20 0.85 411.99 538.21 #40 0.43 368.57 536.42 #60 0.25 528.66 593.34 #200 0.075 340.89 385.07 Pan 374.07 378.97 Calculate the Cc and Cu O a. 1.25 and 3.47 b. 1.1 and 3.6 C. 1.7 and 4.3 O d. 2.1 and 2.3 Ое. 2.4 and 5.3
Answer Choices: A) Cl B) ML C) CH D) MH
No.6
According to the USDA textural classification system Particle-size distribution (%) Soil A B C D Gravel 10 13 0 15 Sand 22 24 20 27 Silt 26 29 32 30 Clay 42 34 48 28 Classify: 1. Soil A 2. Soil B 3. Soil C 4. Soil D Please answer this asap for upvote. Thank you very much
No.5
Classify the following soils by the AASHTO classification system. Give the group index for each soil.
Write each criterion that is satisfied for each classification. For the given data of soil A and B, DETERMINE THE FF AND SHOW COMPLETE SOLUTION. 1. Classify soil A using AASHTO method. 2. Classify soil B using USCS method. SIZE (MM) A B 4.75 100 100 2.36 97 100 2.00 92 98 0.850 87 92 0.425 59 88 0.180 42 79 0.150 26 70.1 0.075 20 61 No. 40 Fraction Characteristics LL 32 46 PL 20 24
7. Classify the following soils according to the AASHTO Soil Classification with Group Index (GI) Soil A B No. 4 95 100 Percent passing U.S. sieve No. 10 No. 20 No. 40 No. 60 No. 100 No. 200 86 65 52 46 38 25 98 95 88 82 75 65 LL PL 38 65 22 58
Problem 2: Classify the following soils using USCS Sieve analysis- Percent finer Soil No. 4 No, 200 Liquid limit Plasticity index 1 70 30 33 21 48 20 41 22 3 95 70 52 28 Classify the following soils using AASHTO Sieve analysis-Percent finer Soil No. 10 No. 40 No. 200 Liquid limit Plasticity index 1 85 55 45 28 20 92 75 62 43 28 3 97 60 30 25 16
Following details regarding the particle size distribution and other index properties pertinent to the classification of soil. Choose three soils and classify each soil according to USCS and AASHTO classification systems. When necessary, assume Cu = 4.48 and Cc = 1.22.
Find the ff: Using USCS, determine the classification of soil A. Write the symbol and the corresponding soil classification (e.g. GW – Well graded gravel) Using USCS, find the classification of soil B. Write the symbol and the corresponding soil classification. (e.g. GW – Well graded gravel) Using USCS, compute the classification of soil C. Write the symbol and the corresponding soil classification. (e.g. GW – Well graded gravel)